WO2014195526A1 - Caisson pour ouvrages maritimes et procédé de montage dudit caisson - Google Patents
Caisson pour ouvrages maritimes et procédé de montage dudit caisson Download PDFInfo
- Publication number
- WO2014195526A1 WO2014195526A1 PCT/ES2013/070360 ES2013070360W WO2014195526A1 WO 2014195526 A1 WO2014195526 A1 WO 2014195526A1 ES 2013070360 W ES2013070360 W ES 2013070360W WO 2014195526 A1 WO2014195526 A1 WO 2014195526A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- segments
- box
- drawer
- voussoirs
- maritime works
- Prior art date
Links
- 230000008878 coupling Effects 0.000 claims abstract description 12
- 238000010168 coupling process Methods 0.000 claims abstract description 12
- 238000005859 coupling reaction Methods 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims description 18
- 239000003351 stiffener Substances 0.000 claims description 11
- 239000000835 fiber Substances 0.000 claims description 7
- 239000013535 sea water Substances 0.000 claims description 4
- 239000000126 substance Substances 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 2
- 239000004917 carbon fiber Substances 0.000 claims description 2
- 239000003822 epoxy resin Substances 0.000 claims description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 2
- 229920000647 polyepoxide Polymers 0.000 claims description 2
- 229920001225 polyester resin Polymers 0.000 claims description 2
- 239000004645 polyester resin Substances 0.000 claims description 2
- 239000011152 fibreglass Substances 0.000 claims 1
- 229920002430 Fibre-reinforced plastic Polymers 0.000 abstract description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 8
- 238000007667 floating Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000000295 complement effect Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 241000380131 Ammophila arenaria Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/02—Caissons able to be floated on water and to be lowered into water in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D23/00—Caissons; Construction or placing of caissons
- E02D23/08—Lowering or sinking caissons
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D25/00—Joining caissons, sinkers, or other units to each other under water
Definitions
- the present invention can be included in the technical field of vertical drawers used in maritime works. More specifically, it is a prefabricated drawer with fiber reinforced polymeric material that is mounted dry in port.
- the levees are a structure used to reflect and dissipate the energy of the water from the waves and therefore prevent or reduce the action of the waves of an area to be protected.
- Conventional levees adopt two basic typologies that constitute the slope levees and the vertical levees.
- the levees are structures that are built in the sea to provide shelter to a certain area. These dikes are constituted by natural and / or artificial jets of different sizes and usually by concrete shoulders.
- Vertical dikes are vertical, monolithic and waterproof wall structures. These dikes are constructed with reinforced concrete drawers and have a gravitational behavior, that is, the stability of the drawer is based on its own weight.
- the fundamental characteristic of vertical dikes is that they reflect practically the total energy of the waves, returning the action of the waves as a rigid monolithic vertical wall.
- the most common solution for the construction of vertical dikes is the use of prefabricated reinforced concrete drawers, which are manufactured in the sea and floated to their final position where they are anchored. The use of drawers in these constructions also allows the formation of dikes and docks for the berthing of ships and the containment of landfills to obtain surface platforms.
- the drawers that are known in the state of the art have cells inside, which are generally rectangular cells or circular cells.
- the drawers are generally built in floating installations that can be floating docks, submersible pontoons guided from fixed structures or catamarans with submersible platform.
- the usual process of construction of the drawers consists in concreting the floor to later concreting the shaft with sliding formwork. As the drawer is concreted, it draws into the water. Later it is transported to its final position by a tugboat that pulls in the bow. A complementary stern tug can also be used to do the helm. When the drawer has been arranged on its final location, it is anchored to fix it in its final position.
- the present invention proposes a drawer for maritime works, which can be used in all types of works but which is specially oriented to be used in vertical dikes.
- the drawer for maritime work consists of a modular construction comprising, as a base, a floor that can be circular or polygonal.
- the solera consists of a plurality of segments intended to be collaterally linked to each other by joining means. These segments include an internal sector, lateral sectors and an external sector that incorporates some coupling elements. The segments that make up the hearth are the same as each other.
- the segments When it is a polygonal hearth the segments have a triangular or truncated triangle configuration. When it is a circular hearth the segments have a radial segment configuration.
- the drawer comprises a series of segments designed to be placed collaterally with each other throughout the perimeter and on the floor to form a closed surface.
- the segments have an upper side, lateral sides and a lower side.
- the lateral sides have means of lace between segments, to allow the coupling between them.
- the lower side is intended to fit the coupling elements of the segments.
- the surface that is generated with the collateral junction of the segments in a preferred embodiment is cylindrical.
- An essential characteristic of the proposed drawer is that the pieces that make it up, that is to say the segments and the segments, are made of polymeric materials reinforced with fiber. Said parts are manufactured at the factory and are subsequently transported to the place of assembly of the drawer, which is preferably a port near its final position. In this way, when the drawer assembly is complete, it is simply thrown into the sea from the dock and towed to its final position where it is anchored.
- the assembly of the pieces that make up the drawer is done dry and the different joining means used to fix the pieces together can be mechanical joining means, such as tongue and groove between the pieces or rivets. They can be chemical bonding means, such as an adhesive resistant to seawater or a laminate with the fiber itself and resin of the drawer but executed in situ and that gives continuity to the piece. Also the joining means can be a combination of mechanical means and chemical joining means.
- the segments can have a single wall or be double wall. The choice of one type of dovela or another will depend, for example, on the strength required in each application, on manufacturing conditions, overall dimensions of the drawer, etc.
- the segments have a simple wall, they can comprise vertical stiffeners that provide greater structural resistance to the drawer.
- the segments are double-walled, they comprise an outer wall and an inner wall, joined together at least by the lateral sides of the segment, and may be open on the upper side and the lower side.
- the gap between the outer wall and the inner wall can be used to introduce a ballast material for the towing stage of the drawer, for anchoring or it can be filled to achieve greater strength of the drawer.
- the segments can also comprise a receptacle inside which the lower side of the segments can be inserted.
- the hearth additionally comprises a central body, also of fiber reinforced polymer, to which the inner sectors of the segments are linked by corresponding joining means.
- the central body can be cylindrical or prismatic.
- a procedure for assembling the drawer for maritime work described above. Said process comprises the steps of joining the segments collaterally with one another by means of joining and joining the segments collaterally with each other, by means of fitting means between segments, fitting the bottom side of the segments into the coupling elements of the segments.
- the method comprises introducing stiffeners inside the main space which is the space that is created inside the surface of revolution generated by the segments.
- the segments and the segments are transported to a spring in which the assembly is carried out.
- the pieces are transported to the dock where the dry assembly is carried out.
- the commissioning includes the stages of throwing the drawer into the sea, ballasting the drawer by partially filling the main space, towing the drawer by sea to its final position and anchor the drawer by filling in the main space.
- the assembly of the pieces is done in dry work with the help of a crane. This lowers costs because specialized labor is not necessary for work on the high seas or underwater. Furthermore, the assembly operations are greatly simplified and the complete assembly can be carried out in a short time.
- Figure 1. Shows a view of a dovela from the drawer for maritime works.
- Figure 2 - Shows a view of the floor of the drawer for maritime works.
- Figure 3. Shows a perspective view of the drawer for maritime works.
- the pieces that make up the proposed drawer (14) are a plurality of segments (1), which constitute the hearth of the drawer, and a series of segments (5) that generate a surface inside which a main space is created ( 15) that can be filled.
- the segments (1) and the segments (5) are made of polymeric materials reinforced with fiber.
- the material is preferably selected from glass or carbon fiber with an epoxy or polyester resin matrix.
- the segments form a circular hearth, and in another embodiment the segments form a polygonal.
- the segments (1) are circular segments and when the hearth is polygonal, the segments (1) are of a triangular or triangular truncated configuration.
- the segments (1) are intended to be collaterally linked to each other by joining means to form the hearth.
- Said segments (1) comprise an inner sector (2), lateral sectors (3) and an outer sector (4) that incorporates coupling elements.
- the segments (5) are intended to join together, on the perimeter of the floor to form a closed surface. They show an upper side (6), lateral sides (7) and a lower side (8).
- the lateral sides (7) have means of fitting between segments (5), to allow the union between them and the lower side (8) is intended to fit in the coupling elements of the segments (1) to allow the union between the segments (5) and the segments (1).
- the drawer hearth additionally comprises a central body (9) which is also of a fiber reinforced polymeric material and to which the inner sectors (2) of the segments (1) are linked with their corresponding means of Union.
- the inner sectors (2) have a geometric shape that corresponds to the shape of the central body (9).
- the segments (5) have a geometric shape that corresponds to the shape of the outer sector (4) of the segments (1).
- the joining means used to fix the segments (1) to each other and the segments (5) to each other and to the segments (1) can be chemical bonds, such as a seawater resistant adhesive or mechanical joints, such as tongue and groove or a combination of both.
- the segments (1) comprise a receptacle (12) in contact with the outer sector (4) intended to accommodate the lower side (8) of the segments (5).
- This embodiment allows to ensure a better fixation of the elements since in addition to the use of joining means, the segments (5) are embedded in the segments (1).
- the segments (5) are simple walls and can comprise longitudinal stiffeners to give it more structural strength.
- the segments (5) are double walls and comprise an outer wall (10) and an inner wall (1 1). Said walls are joined together by the lateral sides (7) creating a interior space (13).
- the interior space (13) can be filled in whole or in part, for example with granular material, to ballast it during the towing phase, or for anchoring.
- the drawer (14) additionally comprises stiffeners inside the main space (15). These stiffeners are flat diametral elements intended to join opposing segments (5) and provide greater strength and rigidity to the entire assembly of the drawer (14) already formed.
- an object of the invention is a procedure for assembling the drawer described above, comprising the following steps:
- the assembly procedure comprises a step of joining the segments (1) to the central body (9).
- the complete assembly of the drawer (14) is carried out dry and in a more preferred embodiment said assembly is carried out in a spring near the final position of the drawer. For which the segments (1) and the segments (5) are transported to the dock.
- the method comprises a step of introducing the lower side (8) of the segments (5) inside the receptacle (12) of the segments (1) during the step of joining the segments (5) to the segments (1).
- the assembly process comprises a step of introducing stiffeners into the main space (15).
- the process of the invention comprises the steps of:
Abstract
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US14/895,670 US20160138239A1 (en) | 2013-06-05 | 2013-06-05 | Caisson |
PCT/ES2013/070360 WO2014195526A1 (fr) | 2013-06-05 | 2013-06-05 | Caisson pour ouvrages maritimes et procédé de montage dudit caisson |
ES201590120A ES2563104B1 (es) | 2013-06-05 | 2013-06-05 | Cajón para obras marítimas y procedimiento de montaje del mismo |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/ES2013/070360 WO2014195526A1 (fr) | 2013-06-05 | 2013-06-05 | Caisson pour ouvrages maritimes et procédé de montage dudit caisson |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2014195526A1 true WO2014195526A1 (fr) | 2014-12-11 |
Family
ID=49322398
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2013/070360 WO2014195526A1 (fr) | 2013-06-05 | 2013-06-05 | Caisson pour ouvrages maritimes et procédé de montage dudit caisson |
Country Status (3)
Country | Link |
---|---|
US (1) | US20160138239A1 (fr) |
ES (1) | ES2563104B1 (fr) |
WO (1) | WO2014195526A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2566047A1 (es) * | 2015-12-04 | 2016-04-08 | Carbures Europe, S.A. | Cajón modular para diques verticales y procedimiento de montaje del mismo |
WO2016128585A1 (fr) * | 2015-02-12 | 2016-08-18 | Acciona Ingeniería, S. A. | Caisson structural pour ouvrages maritimes |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DK3276086T3 (en) * | 2015-03-27 | 2020-04-14 | Drace Infraestructuras S A | Gravitationsfundament til installation af havvindmøller |
JP6905813B2 (ja) * | 2016-10-24 | 2021-07-21 | Jfe建材株式会社 | 合成セグメント及びリング体 |
KR101959691B1 (ko) * | 2018-10-24 | 2019-03-18 | 강병관 | 변단면 각관을 이용한 환형 가물막이 및 터파기 공사 가시설 구조물 그리고 시공 방법 |
US11131189B2 (en) * | 2018-11-29 | 2021-09-28 | Fci Holdings Delaware, Inc. | Underground support |
GB201819844D0 (en) * | 2018-12-05 | 2019-01-23 | Univ Birmingham | Support structure |
CN110130438B (zh) * | 2019-05-27 | 2020-12-18 | 中国水利水电第八工程局有限公司 | 一种地表水取水井 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0349073A1 (fr) * | 1988-07-01 | 1990-01-03 | Darya Paye Jetty Co., Ltd. | Procédé pour construire un coffrage perdu et cadres pour l'utilisation pendant ce procédé |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2429874A1 (fr) * | 1978-06-26 | 1980-01-25 | Doris Dev Richesse Sous Marine | Procede de construction et de mise en place d'une plate-forme marine a embase poids, et moyens pour la mise en oeuvre dudit procede |
JPS569507A (en) * | 1979-07-02 | 1981-01-31 | Meiji Gomme Kasei:Kk | Gravity type structure |
JPS59165716A (ja) * | 1983-03-08 | 1984-09-19 | Taisei Corp | 人工島の構築方法 |
NL8902752A (nl) * | 1989-11-07 | 1991-06-03 | Darya Paye Jetty Co Ltd | Werkwijze voor het maken van een kunstmatige constructie op een waterbodem, zoals een kunstmatig eiland, inrichting voor het uitvoeren van de werkwijze volgens de uitvinding en constructie te vervaardigen met en verkregen door toepassing van werkwijze en inrichting volgens de uitvinding. |
JPH0586626A (ja) * | 1991-06-07 | 1993-04-06 | Mitsui Constr Co Ltd | 分割ケーソン設置工法 |
US5599599A (en) * | 1995-07-06 | 1997-02-04 | University Of Central Florida | Fiber reinforced plastic ("FRP")-concrete composite structural members |
ES2155374B1 (es) * | 1999-02-22 | 2001-12-01 | Dragados & Construcciones | Procedimiento de construccion de cajones de hormigon armado hincados para obras maritimas de proteccion y atraque. |
JP2004324377A (ja) * | 2003-04-28 | 2004-11-18 | Kagero Kobosha:Kk | 山留め構造 |
-
2013
- 2013-06-05 ES ES201590120A patent/ES2563104B1/es not_active Expired - Fee Related
- 2013-06-05 WO PCT/ES2013/070360 patent/WO2014195526A1/fr active Application Filing
- 2013-06-05 US US14/895,670 patent/US20160138239A1/en not_active Abandoned
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0349073A1 (fr) * | 1988-07-01 | 1990-01-03 | Darya Paye Jetty Co., Ltd. | Procédé pour construire un coffrage perdu et cadres pour l'utilisation pendant ce procédé |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2016128585A1 (fr) * | 2015-02-12 | 2016-08-18 | Acciona Ingeniería, S. A. | Caisson structural pour ouvrages maritimes |
ES2566047A1 (es) * | 2015-12-04 | 2016-04-08 | Carbures Europe, S.A. | Cajón modular para diques verticales y procedimiento de montaje del mismo |
WO2017093594A1 (fr) * | 2015-12-04 | 2017-06-08 | Carbures Europe, S.A. | Caisson modulaire pour digues verticales et procédé de montage de ce dernier |
Also Published As
Publication number | Publication date |
---|---|
ES2563104R1 (es) | 2016-09-07 |
US20160138239A1 (en) | 2016-05-19 |
ES2563104B1 (es) | 2017-06-13 |
ES2563104A2 (es) | 2016-03-10 |
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